﻿using MathNet.Spatial.Euclidean;
using System;
using System.Collections.Generic;

namespace FDEE.Model
{
    public class BPTE32 : BPTMBase
    {

        public BPTE32(string typeName, string pierNumber,
            int height, double width, double lwidth, int calculatedHeight, int L1, int L2,
            int span) :
            base(typeName, pierNumber, height, width,lwidth, calculatedHeight,  L1, L2, span)
        {
        }


        public override void SetRebarList()
        {
            RebarList = new RebarCollection();
            #region 全局变量
            int N1 = 8;
            int N2 = 2*2;
            int N312 = 15;
            int N33 = 15;
            int N41 = 10;
            int N43 = 5;
            int N8 = 9*2;
            int N10 = 12;
            int N12 =(7*2+4)*2;
            int N13 = 4*2;
            int N14 = 8 * 2;
            int N15 = 20 * 2;
            int N16 = 7 * 2 ;
            int N17 = 4 * 2;
            int N18 = 48*2;
            int N19 = 4 * 2;
            int N20 = 4 * 2;
            #endregion
            double Lap = 0;// GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            #region 1 号钢筋
            Lap = 1400;
            double LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            double LEN2 = 12000;
            double LEN3 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(1, 1, "", eDB.DB25, (int)LEN1, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 2, "", eDB.DB25, (int)LEN2, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 3, "", eDB.DB25, (int)LEN3, N1, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 3 * N1 * 2;
            #endregion


            #region 2号钢筋
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB16);
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(2, 1, "", eDB.DB16, (int)LEN1, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 2, "", eDB.DB16, (int)LEN2, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 3, "", eDB.DB16, (int)LEN3, N2, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N2 * 2;
            #endregion

            #region 3#
            //Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            Lap = 1400;
            //int C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + 980, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(3, 1, "", eDB.DB25, N312, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));

            //C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + 980, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(3, 2, "", eDB.DB25, N312, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));           
            int C = (int)((Width-3650*2)*0.5)- 1000 + (int)Lap;
            RebarList.Add(new MARebarRecord(3, 1, "", eDB.DB25, C, N33, eShapeType.MA));
            C = (int)((Width - 3650 * 2) * 0.5) + 1000 + (int)Lap;
            RebarList.Add(new MARebarRecord(3, 2, "", eDB.DB25, C, N33, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += (2 * N312) * 2;
            #endregion
            #region 4#
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            //Lap = 980;
            C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 1, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));
            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 2, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));


            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + Lap, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 320 / 2, C, 200 - 50 - 25 - 16, 0));
            C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 4, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MARebarRecord(4, 5, "", eDB.DB25, 12000, N41 + N43, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 3 * (N41 + N43) * 2;
            #endregion

            #region 5# 6# 
            var AA = CalculatedHeight - 2 * 50 - 25 - 25;
            var BB = L1 - 2 * 50 - 2 * 16;
            int quan = (int)Math.Round(Width / 150, MidpointRounding.AwayFromZero) ;
            RebarList.Add(new MCRebarRecord(5, 0, "", eDB.DB25, AA, BB, AA, quan, eShapeType.MCB));
            AA = CalculatedHeight - 2 * 50 - 25 - 25;
            //quan = (int)Math.Round(Width / 250, MidpointRounding.AwayFromZero) + 1;
            RebarList.Add(new MCRebarRecord(6, 0, "", eDB.DB16, AA, BB, AA, quan, eShapeType.MCB));
            //quan = (int)Math.Round(Width / 300, MidpointRounding.AwayFromZero) + 1;
            quan = (int)(Math.Round(Width / 600, MidpointRounding.AwayFromZero)) * 2;

            //7#
            RebarList.Add(new MORebarRecord(7, 0, "", eDB.DB16, quan, eShapeType.MO, L1 - 2 * 50 - 2 * 16, 350));

            #endregion

            #region 8#
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB16);
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(8, 1, "", eDB.DB16, (int)LEN1, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 2, "", eDB.DB16, (int)LEN2, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 3, "", eDB.DB16, (int)LEN3, N8, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N8 * 2;
            #endregion

            #region 9#
            double LSide = 3650;// 两侧加密长度

            quan = (int)Math.Round((LSide-50) / 150, MidpointRounding.AwayFromZero)*2+(int)Math.Round((Width-3650*2) / 250, MidpointRounding.AwayFromZero)+1;
            AA = Height - 2 * 50 - 2 * 16;
            BB = L2 - 2 * 50 - 2 * 16;
            RebarList.Add(new MORebarRecord(9, 1, "", eDB.DB16, quan, eShapeType.MO, AA, BB));
            //RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 2 * 270 + 120));
            RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 150 * 3 + 25 + 16));
            #endregion

            #region 10#
            //Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            Lap = 1400;
            LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            LEN3 = 12000;
            LEN2 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;

            RebarList.Add(new MARebarRecord(10, 1, "", eDB.DB25, (int)LEN1, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 2, "", eDB.DB25, (int)LEN2, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 3, "", eDB.DB25, (int)LEN3, N10, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 4 * (N10) * 2;
            #endregion

            #region 12#-18#

            int BlockThick = 200;

            AA = 1500 - 50;
            BB = 249;
            //9#
            RebarList.Add(new MCRebarRecord(12, 0, "", eDB.DB12, AA, BB, AA, N12, eShapeType.MCB));
            //10#
            RebarList.Add(new MURebarRecord(13, 0, "", eDB.DB25, N13, eShapeType.MUR, 1450, Height - 100, 1450, 109, 75));
            AA = Height - 2 * 50;
            BB = BlockThick - 2 * 50 - 2 * 12;
            RebarList.Add(new MCRebarRecord(14, 0, "", eDB.DB12, AA, BB, AA, N14, eShapeType.MCB));
            AA = BlockThick - 2 * 50 - 2 * 12;
            BB = (int)Math.Round((L1 - L2) * 0.5 - 2 * 50 - 2 * 12, MidpointRounding.AwayFromZero);
            RebarList.Add(new MORebarRecord(15, 0, "", eDB.DB12, N15, eShapeType.MO, AA, BB));

            AA = Height - 100 - 2 * 12;
            BB = 1200 - 2 * 50 - 2 * 12;
            RebarList.Add(new MORebarRecord(16, 0, "", eDB.DB12, N16, eShapeType.MO, AA, BB));
            RebarList.Add(new MORebarRecord(17, 0, "", eDB.DB12, N17, eShapeType.MO, AA, BB));
            AA = L2 - 2 * 50;
            RebarList.Add(new MCRebarRecord(18, 0, "", eDB.DB12, AA, 500, AA, N18, eShapeType.MCR));
            AA = 1500 - 50;
            BB = 2 * 217 + 120 + 2 * 25 + 2 * 12;
            RebarList.Add(new MCRebarRecord(19, 0, "", eDB.DB12, AA, BB, AA, N19, eShapeType.MCT));
            AA = Height - 2 * 50;
            RebarList.Add(new MARebarRecord(20, 1, "", eDB.DB12, AA, N20, eShapeType.MA));
            AA = CalculatedHeight - 2 * 50;
            RebarList.Add(new MARebarRecord(20, 2, "", eDB.DB12, AA, N20, eShapeType.MA));
            #endregion


        }

        public override void SetTendonList(ref System.Data.DataTable ElongTable)
        {
            TendonDistribute = new RebarTendonDistribute(320, new List<double>() { 40*2 });

            List<Point2D> V1 = new List<Point2D>()
            {
                new Point2D(0,1.726),
                new Point2D(7.65,0.6),
                new Point2D(3.8,1.063),
            };
            List<Point2D> V2 = new List<Point2D>()
            {
                new Point2D(0,1.212),
                new Point2D(7.65,0.4),
                new Point2D(3.8,0.683),
            };
            List<Point2D> V3 = new List<Point2D>()
            {
                 new Point2D(0,0.743),
                new Point2D(7.65,0.2),
                new Point2D(3.8,0.423),
            };
            List<Point2D> V4 = new List<Point2D>()
            {
                 new Point2D(0,0.324),
                new Point2D(7.65,0.2),
                new Point2D(3.8,0.247),
            };
    

            TendonList.Add(new CSCTendonRecord(1, 1, eStrandClass.S152, 19, eForceType.OneEnd, 3758, Width * 1e-3 - 2 * V1[1].X, V1[0], V1[1], V1[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(2, 1, eStrandClass.S152, 19, eForceType.OneEnd, 3758, Width * 1e-3 - 2 * V1[1].X, V1[0], V1[1], V1[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(3, 1, eStrandClass.S152, 19, eForceType.OneEnd, 3758, Width * 1e-3 - 2 * V2[1].X, V2[0], V2[1], V2[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(4, 1, eStrandClass.S152, 19, eForceType.OneEnd, 3758, Width * 1e-3 - 2 * V2[1].X, V2[0], V2[1], V2[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(5, 2, eStrandClass.S152, 27, eForceType.OneEnd, 5340, Width * 1e-3 - 2 * V3[1].X, V3[0], V3[1], V3[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(6, 2, eStrandClass.S152, 27, eForceType.OneEnd, 5340, Width * 1e-3 - 2 * V3[1].X, V3[0], V3[1], V3[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(7, 2, eStrandClass.S152, 27, eForceType.OneEnd, 5340, Width * 1e-3 - 2 * V4[1].X, V4[0], V4[1], V4[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(8, 2, eStrandClass.S152, 27, eForceType.OneEnd, 5340, Width * 1e-3 - 2 * V4[1].X, V4[0], V4[1], V4[2]), ref ElongTable);
          
        }
    }
}
